+39.16472, -84.42833
39°09'53" N, 84°25'42" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP I71N-SR562 W over DUCK CREEK
Structure number:3115119
Location:.2 MI N OF SR 562
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:56.1 ft. [17.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:22,580 [as of 1970]
Truck traffic:31% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:29.6 tons [26.9 metric tons]
Sufficiency rating:74.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201674.8GoodGoodGoodGoodFO22580
July 201574.8GoodGoodGoodGoodFO22580
August 201479.0FairGoodSatisfactoryGoodFO22580
October 201374.8FairGoodSatisfactoryGoodFO22580
December 201274.8FairGoodSatisfactoryGoodFO22580
September 201174.8FairGoodSatisfactoryGoodFO22580
October 201074.8FairGoodSatisfactoryGoodFO22580
October 200974.9FairGoodSatisfactoryGoodFO22580
December 200874.9FairGoodSatisfactoryGoodFO22580
November 200774.9FairGoodSatisfactoryGoodFO22580
October 200674.9FairGoodSatisfactorySatisfactoryFO22580
October 200574.9GoodGoodGoodGoodFO22580
October 200474.9GoodGoodGoodGoodFO22580
October 200374.9GoodGoodGoodGoodFO22580
September 200274.9GoodGoodGoodGoodFO22580
September 200174.9GoodGoodGoodGoodFO22580
August 200076.9GoodGoodGoodGoodFO22580
November 199981.0GoodGoodGoodGoodFO22580
February 199881.0GoodGoodGoodGoodFO22580
May 199681.0GoodGoodGoodGoodFO22580
March 199583.0FairGoodSatisfactoryGood-22580
April 199483.0GoodGoodGoodGood-22580
March 199383.0FairSatisfactoryGoodGood-22580
November 199183.0FairSatisfactorySatisfactoryGood-22580
April 199183.0FairSatisfactoryGoodGood-22580

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.240240000
Reinforced Concrete Decksq. ft.1,8301,8201000
Wearing Surfacessq. ft.1,6801,680000
Reinforced Concrete Abutmentlinear ft.6358500
Strip Seal Jointlinear ft.6060000
Movable Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.120903000